IMPACT OF CLIMATIC VULNERABILITIES ON … · Modeling System (HECHMS) . • Trend Research Manual 55(Tr-55). Watershed Rank (WATER) Indicators Included : Surface Runoff Water Availability

IMPACT OF CLIMATIC VULNERABILITIES ON IMPACT OF CLIMATIC VULNERABILITIES ON

INDIAN MOUNTAIN RIVERSINDIAN MOUNTAIN RIVERS

Dr. Rabindra Nath BarmanDr. Rabindra Nath BarmanDr. Rabindra Nath BarmanDr. Rabindra Nath Barman

Assistant Professor,Assistant Professor,

National Institute of Technology, AgartalaNational Institute of Technology, Agartala

OverviewOverview

• Introduction.

• Justification of measuring the impacts of climate change

on the Tessta- Torsa River Basin.

• Hydrologic modeling and watershed management.

• Different aspects and tools of managing the watersheds. • Different aspects and tools of managing the watersheds.

• An overview of Teesta River system.

• Method involved in development of Tr-55 and HEC-HMS

hydrologic models.

• Results and Discussion.

• Conclusion.

Introduction.Introduction.

• The present research is an attempt to use distributed

hydrological modeling to quantify the future water availability

of Teesta river system. The river basin up to the outlet of the

upper basin has been given the main emphasis for

investigation because the water supply arrangement of theinvestigation because the water supply arrangement of the

states like West Bengal, and Sikkim are considerably

dependent up to that part of the respective river basin. Thus

the regions up to the outlet of the systems are especially

vulnerable to potential changes in regional temperature and

precipitation pattern.

Justification of measuring the impacts of Justification of measuring the impacts of

climate change on the Tesstaclimate change on the Tessta-- Torsa River Torsa River

Basin.Basin.Basin.Basin.

Major Causes of Watershed Degradation

• Unequal Distribution of Water Resources

• Uncontrolled Extraction of Natural Resources• Uncontrolled Extraction of Natural Resources

• Burgeoning Population

• Pollution

• Global Warming

Unequal Distribution of Water ResourcesUnequal Distribution of Water Resources

Figure Showing Per Capita Water Availability within Continents :

According to UNESCO(2002),India has water availability equal to 1880 m3/capita /year

which is pre-ceeded by Mauritius and followed by Germany. The highest water

availability is observed in USA 1,563,168 m3/capita /year whereas lowest is observed in

Kuwait(10 m3/capita /year)

Uncontrolled Extraction of Natural ResourcesUncontrolled Extraction of Natural Resources

Water stress results from an imbalancebetween water use and water resources. Theproportion of water withdrawal with respectto total renewable resources can indicatethe degree of stress on available water.

Figure Showing Water withdrawal as Percentage of Total

Available(IPCC,2007) :

Figure Showing World Population and Arable and Cultivated

Land Surface Area(RSBS 2009)

PollutionPollution

There is more waste water generated and dispersed today than at any other time in the history of ourplanet: more than one out of six people lack access to safe drinking water, namely 1.1 billion people, andmore than two out of six lack adequate sanitation, namely 2.6 billion people (Estimation for 2002, by theWHO/UNICEF JMP, 2004).

Figure Showing Situations in relation to drinking water and sanitation

(WHO/UNICEF,2006)Figure Showing Situations in relation to water pollution(WHO/UNICEF,2004)

Problems of Indian RiversProblems of Indian Rivers• In India, owing to the exponential increase in population, large-scale land cover

degradation (due to increase in urban boundaries), soil erosion (owing touncontrolled ploughing and deforestation for agricultural activity) and uncontrolleddemand where demand exceeds supply are causing the watersheds to degrade.

– Already many small tributaries of the River Ganges have disappeared.

– The flood area has increased from 25 million hectares to 60 millionhectares.

– The flood area has increased from 25 million hectares to 60 millionhectares.

– Climate variations have also decreased the groundwater table in thesouthern part of India. The reduction in water table has reduced theagricultural yield of Bangalore and other major cities of south India(Shivasankar 2008).

– The per capita water availability in India was 3450 cu m in 1952. It nowstands at 1800 cu m and by 2025 it is expected to fall to 1200 to 1500 cum per person.

Indian Scenario of Water ResourcesIndian Scenario of Water Resources

• Mumbai's demand for water is expected to rise to7970 MLD (million litres daily) by 2011, and thecurrent supply is 3100 MLD which already constitutesa substantial shortfall as the city receives only 2500MLD, the balance lost on account of leakages andpilfering.

• In Delhi the supply of water is around 650 milliongallons of water per day against the demand for 750million.

• According to a World Bank study, of the 27 Asiancities with populations of over 1,000,000, Chennaiand Delhi are ranked as the worst performingmetropolitan cities in terms of hours of wateravailability per day, while Mumbai is ranked assecond worst performer and Calcutta (demand : 290mgd, supply : 300mgd) fourth worst.(Dutta,2006)

• As early as 1982 it was reported that 70% of allavailable water in India was polluted. It may havealso resulted in problems of excessive fluoride, iron,arsenic and salinity in water affecting about 44million people in India (Deorah,2006).

*Drought Prone Areas

(Source : Environment Atlas,2010)

STUDY AREA

Problem Indication and IdentificationProblem Indication and Identification

• Drought occurs in over 80% of the country's land area even if thereis a shortfall in rains of only 25% from the national annual average of554mm (for the monsoon period from June to July).

• Even though the per capita availability of water in India is among thebest in the world, the utilisable quantity is much less.

• On the one hand, most of the rainwater flows into the sea withoutbeing harnessed and, on the other hand, groundwater is beingdepleted owing to its over-extraction.

• Some States like Bihar are experiencing the double phenomenon offloods in one part and drought in another.

• “Despite bountiful natural resources, the country has not succeededin harnessing them adequately” (MoIB 2003).

Hydrologic modeling and Hydrologic modeling and

watershed management.watershed management.

Need of the Hour : Need of the Hour :

Optimal Watershed ManagementOptimal Watershed Management

• Identification of the problems faced by the

watershed

• Response of the watershed in different uncertain• Response of the watershed in different uncertain

conditions and climate change

• Decision Support Mechanism and Policy

Adoption based on present status and the

response of the watershed to future uncertainty

Objective and Scope Objective and Scope

of the Present Studyof the Present Study

• Development of Indicators of Watershed Status : WATER, toidentify the present status

• Selection of a proper mathematical and/or conceptual modelfor estimation of the watershed response to future uncertaintydue to climate change.due to climate change.

• Comparison of Watershed Status Represented by theIndicators between Observed and the Estimated response.

• Decision Making and Preparation of Policies and Practices tocheck the degradation, reverse the trend and go for theoptimality.

Different aspects and tools of Different aspects and tools of

managing the watershedsmanaging the watersheds

Some Popular Hydrologic Modeling Some Popular Hydrologic Modeling

SystemsSystems

• Hydrologic Engineering Centre – Hydrologic

Modeling System (HECHMS).Modeling System (HECHMS).

• Trend Research Manual 55(Tr-55).

Watershed RankWatershed Rank (WATER)(WATER)

Indicators Included :

� Surface Runoff

� Water Availability

� Virtual Water

� Water Footprint

� Green Water

� Water Sequestration

� Water Quality

� Presence of Industrial Pollutant

� Presence of Organic Pollutant

Water Availability(WA)Water Availability(WA)

This variable measures the available renewable water after deduction (average annual

surface runoff and groundwater recharge generated from endogenous precipitation). The

Water Availability per capita per year is calculated as per the water budget equation which is

(Subramaniya, 1994) ,

+++−

+++−=

p

TGEQP )(

Where, P is precipitation, Q is basin runoff, E is Evaporation,G is groundwater outflow,T is transpiration and p is population of a region

Virtual Water (VW)Virtual Water (VW)

• Virtual water is defined as the volume of water used in

the production of a commodity, good or service.

• 1000 liters of water are needed to produce 1 kilogram of• 1000 liters of water are needed to produce 1 kilogram of

wheat but for beef about 15 times as much is required.

• The majority of the water is consumed as food and

different products which are commonly used in day to

day life.

(Chapagain and Hoekstra 2004; Chapagain et.al. 2006)

Water Footprint (WF)Water Footprint (WF)

• Water Footprint is defined as an indicator of water consumption that looksat both direct and indirect water use of a consumer or producer (Aldayaet.al. 2009).

• The global average Water Footprint is 1240 m³ water/person/year.

• The Chinese average is 700 m³ water/person/year one of the smallest inthe world and the United States's 2480 m³ water/person/year is the largestthe world and the United States's 2480 m³ water/person/year is the largestin the world.

• The Finnish average Water Footprint is 1730 m³ water/person/year.

• The water footprint of the UK is 1695 m³ water/person/year (Chapagainand Orr 2009)

• A moderate WF will indicate optimal management of water whereas toolarge or too low will show the opposite

Determination of Water FootprintDetermination of Water FootprintIf, f = percentage of annual supply of fresh water of a location,

fi = percentage of annual supply of fresh water to the manufacturing as well as

service industries or producers of the location for maintaining their service and

development of the products.

and pc = numbers of consumers for the produce of the same location,

Then, Availability of Fresh Water = WA× f (1)

Again, By using Equation.1,Fresh Water supplied to manufacturing and service

industries for maintaining the development and servicing of their products can industries for maintaining the development and servicing of their products can

be calculated as,

= (WA×f) × fi (2)

and from Equation.2, Water Footprint (WF) in m3/capita/year can be calculated

as,

WF = [(WA × f)+{ (WA × f) × fi]/ pc

= (WA × f) [{(1 + fi)}/ pc] (3)

Green Water (GW)Green Water (GW)

• Green Water is actually the water used by plants (Falkenmar 2003)

• Green water is ignored by engineers because they can't pipe orpump it, by economists because they can't price it, and bygovernments because they can't tax it. (ISIRC 2009).

• Worldwide per capita grain production reached a peak in 1985 at• Worldwide per capita grain production reached a peak in 1985 at377kg, falling to 329kg by 2003.

• The difference in grain producing regions is also evident whenlooking at Africa, which peaked as early as 1967 at 189kg perperson and fell to 150kg by 2003.

• Moderate amount of green water use is desired where as higher orlower green water will represent misuse.

Water Sequestration (WS)Water Sequestration (WS)

Water Sequestration is the amount of green water per

square km of vegetation area and can be calculated as :

Let, percentage of soil moisture in an area of A sqkm is s

Let, basin area of the same region be A sqkm andLet, basin area of the same region be A sqkm and

percentage of vegetated area of that region is av,

then, WSC in m3/sqkm/year can be calculated as,

WSC = GW/(A×av)}

An overview of Teesta River An overview of Teesta River

system.system.system.system.

Study Area : Study Area :

Teesta River System Teesta River System

JHARKHANDJHARKHAND

Satellite Image

Figure Showing the satellite imagery of Teesta River System taken from 80km above MSL by SPOT satellite

Teesta River System Teesta River System

Table Showing Hydrological Information of the location Table Showing Hydrological Information of the location of Teesta River System Consider in the Present Studyof Teesta River System Consider in the Present Study

Table Showing Hydrological Information of the location of Teesta River System Consider in the Present Study

Station(No.) District State/ Country

Latitude Longitude Water Availability(m3/ capita/year)

Green Water(m3)

Virtual Water(m3)

Water footprint(m3/ capita/year)

Water sequestration

Geyzing (30) (W) 27.30 88.24 1629.55 206.24 103.12 488.86 0.17Namchi(19) (S) 27.19 88.30 989.44 89.61 44.8 296.83 0.07Tendu East (5) Tendu 27.18 88.9 2511.39 572.01 286 753.42 0.47Jorethang (18) (S) 27.16 88.35 992.95 38.73 19.36 297.88 0.03Namchi (17) (S) 27.15 88.33 985.12 -15.52 7.76 295.54 0.01Kalimong (29) W.B 27.12 88.41 176.91 52.54 23.88 53.07 0.04Rangit (27) (E) 27.05 88.35 251.29 33.17 16.58 75.38 0.03Rangit (27) (E) 27.05 88.35 251.29 33.17 16.58 75.38 0.03TenduWest(6) Tendu 27.03 88.93 2846.85 691.78 345.89 854.05 0.57Durbindara(20) W. B 26.96 88.46 27.76 1.83 0.56 5.55 0.001East Samtse(45) Samtse 26.96 89.10 2233.35 469 234.5 670 0.38Mirik(37) W.B 26.96 88.10 2250.09 1350.05 450.02 450.02 1.11Darjeeling (1) W.B 26.96 88.63 3463.4 987.07 329.02 692.68 0.81North Darjeeling(23)

W.B 26.95 88.56 370.72 139.47 42.26 74.14 0.11

South Darjeeling (2)

W.B 26.94 88.62 494.81 59.38 29.69 148.44 0.048

Sevok (24) Jalpaiguri W.B 26.90 88.51 159.51 3.83 1.91 47.85 0.001West Samtse (46) Samtse 26.87 89.05 2175.72 744.1 248.03 435.14 0.61Siliguri (39) Jalpaiguri W.B 26.79 88.47 3575.76 2580.66 860.22 715.15 2.12Kranti Dam(38) Jalpaiguri W.B 26.71 88.70 4714.06 2836.5 945.5 942.81 2.33North Jalpaiguri (11)

Jalpaiguri W.B 26.71 88.76 777.47 985.89 328.63 155.49 0.81

South Jalpaiguri 12

Jalpaiguri W.B 26.58 88.58 1350.19 648.09 216.03 270.04 0.53

Birgan (42) W.B 26.28 89.06 1152.34 509.16 203.66 230.47 0.42Cooch Behar (44) W.B 26.13 89.54 450.87 184.82 73.93 90.17 0.15Lalmonirhat (43) Lalmonirhat 25.84 89.50 331.85 270.11 108.04 66.37 0.22

METHODOLOGYMETHODOLOGYMETHODOLOGYMETHODOLOGY

Selection of Simulation ModelSelection of Simulation Model

• Conceptual Hydrologic ModelHydrologic Engineering Center-Hydrologic Modeling

System (HECHMS)

Modified Rational (MODRAT) Model

Trend Research Manual 55(Tr55)Trend Research Manual 55(Tr55)

HECHEC--HMSHMS

Directly-connected impervious surface or Pervious surface. Directly-connected impervious

surface in a watershed is that portion of the watershed for which all contributing

precipitation runs off, with no infiltration, evaporation, or other volume losses. Precipitation

on the pervious surfaces is subject to losses.

Where,

fc, potential rate of precipitation loss, pt is the MAP depthpet is the excess precipitation

LIMITATION1.Infiltration and precipitation rate constant throughout the surface.2.Catchment divided into pervious and impervious where as impervious with depression is also available but not considered while modeling

Tr55Tr55

Where: A = total watershed area (Km2).

CN = overall curve number for the watershed.

Fp = pond and swamp adjustment factor

Ia = initial abstraction (m).

P = precipitation (mm) for 24-hr duration storm of return period

Q = depth of runoff over entire watershed (mm).

Qp = peak discharge (cms).

Qu = unit peak discharge (cms/ Km2)

s = potential maximum watershed water retention after runoff

begins (mm).

Tc = time of concentration for the watershed (hr).

LIMITATION1.Methods based on open and unconfined flow over land

and in channels.

2.Graphical peak method is limited to a single,

homogenous watershed area.

3.For multiple homogenous sub-watersheds use the

tabular hydrograph method

4.Storage-Routing Curves should not be used if the

adjustment for ponding is used.

CLIMATE MODELSCLIMATE MODELS

GCM

PRECIS

RCM

PRECIS

WaterAvailability

Ground WaterBalance

Rainfall

Basin Runoff

Evapo-Transpiration

Basin Loss

A2 B2

PRECIS(Temperature)

Crosbie et al

Fischer et.al.

Overview of the Study MethodologyOverview of the Study Methodology

Water Sequestration

Green Water

Virtual Water Water Footprint

Climatic

Scenarios

PRECISClimatic Model

RESULTS AND DISCUSSIONRESULTS AND DISCUSSIONRESULTS AND DISCUSSIONRESULTS AND DISCUSSION

Table Showing Peak Flow(m3/s) from Different Study Locations of Teesta River System according to the A2 andB2 Scenario of Climate Change

Locations A2 B2

State District Station Observed(1972-2002)

2011-40 2041-70 2071-2100

2011-40 2041-70 2071-2100

Sikkim (W) Geyzing 24.96 548.65 575.23 601.81 543.33 548.65 601.81

Different Study Locations of Teesta River System according to

the A2 and B2 Scenario of Climate Change

Sikkim (W) Geyzing 24.96 548.65 575.23 601.81 543.33 548.65 601.81

(S) Namchi 35.65 1086.18 1138.80 1191.4 1075.6 1086.2 1191.40

W.B Mirik 4616.05 561.90 589.07 616.23 556.47 561.90 616.23

W.B Kalimpong 4624.52 3749.25 3930.67 4112.1 3712.9 3749.2 4112.09

W.B 382.75 561.90 589.07 616.23 556.47 561.90 616.23

W. B Jalpaiguri Sevok 5349.19 5329.69 5587.54 5845.4 5278.1 5329.7 5845.39

W.B Jalpaiguri Siliguri 9999.54 6862.95 7194.90 7526.9 6796.6 6862.9 7526.85

W.B Jalpaiguri Jalpaiguri 1562.74 608.89 638.34 667.80 603.00 608.89 667.79

W.B CoochBehar CoochBehar 1233.19 3600.84 3774.81 3948.8 3566.1 3600.8 3948.79

Banagladesh Lalmonir hat Lalmonir hat 13405.80 2841.57 2980.15 3118.4 2813.4 2841.2 3116.57

Table Showing Water Availability(m3/capita/year) from Different Study Locations of Teesta River System according to the A2 and B2 Scenario of Climate Change

Locations A2 B2State/ Country

District Station Observed(1972-2002)

2011-40 2041-70 2071-2100

2011-40 2041-70 2071-2100

(W) Geyzing 1629.55 552.37 293.18 162.78 820.79 560.12 310.23(S) Namchi(N) 989.44 293.86 155.84 86.41 436.66 297.89 164.76Tendu Tendu (E) 2511.39 869.44 461.35 255.85 1291.9 881.36 488.08(S) Jorethang 992.95 284.48 150.76 83.49 422.71 288.30 159.25(S) Namch(S) 985.12 -259.91 -139.07 -78.29 -385.84 -264.12 -148.36

W.B Kalimpong 176.91 79.96 39.20 18.61 117.62 77.97 36.84(E) Rangit 251.29 218.07 115.67 64.10 324.05 221.04 122.32

Table Showing Water Availability of Teesta River System according to the A2 and B2

Scenario of Climate Change

(E) Rangit 251.29 218.07 115.67 64.10 324.05 221.04 122.32

Tendu TenduWest 2846.85 986.27 523.92 291.97 1465.4 1000.9 554.81W. B Durbindara 27.76 54.63 22.37 6.06 78.31 48.75 14.03

Samtse Samtse (E) 2233.35 772.31 409.93 227.62 1147.6 783.14 433.79W.B Mirik 2250.09 822.04 436.03 241.73 1221.3 833.19 461.01W.B 3463.40 1207.2 640.21 354.77 1793.6 1223.4 676.65W.B (N) 370.72 127.80 67.39 36.98 189.68 129.12 70.66W.B (S) 494.81 136.54 71.18 38.25 202.28 137.10 73.44W.B Jalpaiguri Sevok 159.51 1700.16 894.72 488.71 2523.88 1716.21 936.25

Samtse 2175.72 757.46 402.03 223.21 1125.55 768.08 425.42W.B Jalpaiguri Siliguri 3575.76 1276.41 675.69 372.97 1896.03 1292.21 712.58W.B Jalpaiguri Kranti Dam 4714.06 1699.28 900.15 497.96 2524.27 1721.25 949.98W.B Jalpaiguri Jalpaiguri(N) 777.47 275.76 145.47 79.81 409.39 278.67 152.67W.B Jalpaiguri Jalpaiguri(S) 1350.19 476.98 250.87 136.91 707.81 481.27 262.18W.B Birgan 1152.34 506.60 266.76 145.93 751.98 511.55 279.26W.B 450.87 134.61 69.25 36.28 199.13 134.31 70.11

Lalmonirhat Lalmonirhat 331.85 167.63 87.85 47.65 248.64 168.85 91.36

Table Showing Water Availability(m3/capita/year) of Teesta River System according to the A2 and B2 Scenario of Climate Change

Table Showing Water Availability(m3/capita/year) from Different Study Locations of Teesta River System according to the A2 and B2 Scenario of Climate Change

Locations A2 B2State/ Country


2011-40 2041-70 2071-2100

2011-40 2041-70 2071-2100

(W) Geyzing 1629.55 552.37 293.18 162.78 820.79 560.12 310.23(S) Namchi(N) 989.44 293.86 155.84 86.41 436.66 297.89 164.76Tendu Tendu (E) 2511.39 869.44 461.35 255.85 1291.9 881.36 488.08(S) Jorethang 992.95 284.48 150.76 83.49 422.71 288.30 159.25(S) Namch(S) 985.12 -259.91 -139.07 -78.29 -385.84 -264.12 -148.36

W.B Kalimpong 176.91 79.96 39.20 18.61 117.62 77.97 36.84(E) Rangit 251.29 218.07 115.67 64.10 324.05 221.04 122.32Tendu TenduWest 2846.85 986.27 523.92 291.97 1465.4 1000.9 554.81Tendu TenduWest 2846.85 986.27 523.92 291.97 1465.4 1000.9 554.81

W. B Durbindara 27.76 54.63 22.37 6.06 78.31 48.75 14.03Samtse Samtse (E) 2233.35 772.31 409.93 227.62 1147.6 783.14 433.79

W.B Mirik 2250.09 822.04 436.03 241.73 1221.3 833.19 461.01W.B 3463.40 1207.2 640.21 354.77 1793.6 1223.4 676.65W.B (N) 370.72 127.80 67.39 36.98 189.68 129.12 70.66W.B (S) 494.81 136.54 71.18 38.25 202.28 137.10 73.44W.B Jalpaiguri Sevok 159.51 1700.16 894.72 488.71 2523.88 1716.21 936.25

Samtse 2175.72 757.46 402.03 223.21 1125.55 768.08 425.42W.B Jalpaiguri Siliguri 3575.76 1276.41 675.69 372.97 1896.03 1292.21 712.58W.B Jalpaiguri Kranti Dam 4714.06 1699.28 900.15 497.96 2524.27 1721.25 949.98W.B Jalpaiguri Jalpaiguri(N) 777.47 275.76 145.47 79.81 409.39 278.67 152.67W.B Jalpaiguri Jalpaiguri(S) 1350.19 476.98 250.87 136.91 707.81 481.27 262.18W.B Birgan 1152.34 506.60 266.76 145.93 751.98 511.55 279.26W.B 450.87 134.61 69.25 36.28 199.13 134.31 70.11


Table Showing Water Footprint(mTable Showing Water Footprint(m33/capita/year) from /capita/year) from Different Study Locations of Teesta River System according Different Study Locations of Teesta River System according

to the A2 and B2 Scenario of Climate Changeto the A2 and B2 Scenario of Climate Change

Table Showing Water Footprint(m3/capita/year) from Different Study Locations of Teesta River System according to the A2 and B2 Scenario of Climate ChangeLocations A2 B2State/ Country


2011-40 2041-70 2071-2100

2011-40 2041-70 2071-2100

(W) Geyzing 488.86 165.71 87.95 48.83 246.24 168.03 93.07(S) Namchi (N) 296.83 88.15 46.75 25.92 131.00 89.36 49.43Tendu TenduEast 753.42 260.83 138.40 76.75 387.57 264.41 146.42(S) Jorethang 297.88 85.34 45.23 25.05 126.81 86.48 47.77(S) Namchi (S) 295.54 -77.97 -41.72 -23.46 -115.75 -79.23 -44.51(S) Namchi (S) 295.54 -77.97 -41.72 -23.46 -115.75 -79.23 -44.51

W.B Kalimpong 53.07 23.98 11.76 5.58 35.28 23.39 11.05EastSikkim Rangit 75.38 65.42 34.70 19.23 97.22 66.31 36.69Tendu TenduWest 854.05 295.88 157.17 87.59 439.64 300.28 166.44

W. B Durbindara 5.55 10.92 4.47 1.21 15.66 9.75 2.80Samtse 670.00 231.69 122.97 68.28 344.27 234.94 130.14


Samtse 435.14 151.49 80.40 44.64 225.11 153.61 85.08W.B Jalpaiguri Siliguri 715.15 255.28 135.14 74.59 379.20 258.44 142.51W.B Jalpaiguri Kranti Dam 942.81 339.85 180.03 99.59 504.85 344.25 189.99W.B Jalpaiguri Jalpaiguri (N) 155.49 55.15 29.09 15.96 81.87 55.73 30.53W.B Jalpaiguri Jalpaiguri (S) 270.04 95.39 50.17 27.38 141.56 96.25 52.44W.B Birgan 230.47 101.32 53.35 29.18 150.39 102.31 55.85W.B 90.17 26.92 13.85 7.25 39.83 26.86 14.02


Table Showing Water Sequestration(mTable Showing Water Sequestration(m33/km/km22) from ) from Different Study Locations of Teesta River System according Different Study Locations of Teesta River System according

to the A2 and B2 Scenario of Climate Changeto the A2 and B2 Scenario of Climate Change

Table 7.4.Table Showing Water Sequestration(m3/km2) from Different Study Locations of Teesta River System according to the A2 and B2 Scenario of Climate Change

Locations A2 B2

State/ Country District Station Observed(1972-2002)

2011-40 2041-70 2071-2100

2011-40 2041-70 2071-2100

Geyzing 0.17 0.17 0.18 0.20 0.17 0.17 0.19Namchi (N) 0.07 0.06 0.07 0.07 0.06 0.06 0.07

Tendu Tendu East 0.47 0.48 0.52 0.57 0.48 0.49 0.55Jorethang 0.03 0.03 0.03 0.03 0.02 0.02 0.03Namchi (S) 0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01

W.B Kalimpong 0.04 0.06 0.05 0.05 0.05 0.05 0.05EastSikkim Rangit 0.03 0.07 0.07 0.08 0.07 0.07 0.08EastSikkim Rangit 0.03 0.07 0.07 0.08 0.07 0.07 0.08Tendu TenduWest 0.57 0.59 0.63 0.70 0.58 0.60 0.66

W. B Durbindara 0.001 0.01 0.01 0.001 0.01 0.01 0.001Samtse 0.38 0.40 0.42 0.47 0.39 0.40 0.45


Samtse 0.61 0.64 0.67 0.75 0.63 0.65 0.72W.B Jalpaiguri Siliguri 2.12 2.27 2.41 2.65 2.25 2.30 2.54W.B Jalpaiguri Kranti Dam 2.33 2.52 2.67 2.96 2.50 2.55 2.82W.B Jalpaiguri Jalpaiguri (N) 0.81 0.86 0.91 0.99 0.85 0.87 0.95W.B Jalpaiguri Jalpaiguri (S) 0.53 0.56 0.59 0.65 0.56 0.57 0.62W.B Birgan 0.42 0.55 0.58 0.63 0.54 0.56 0.61W.B 0.15 0.13 0.14 0.14 0.13 0.13 0.14


Figure showing the District wise Vulnerable Regions Figure showing the District wise Vulnerable Regions

along the Teesta River Systemalong the Teesta River System

ConclusionConclusion

• The present study tried to estimate the impacts of climate

change on water availability of Teesta River System with the

help of Tr-55 conceptual hydrologic model. The results were

compared with the HEC-HMS conceptual hydrologic model.

The future scenarios of climate change were generated from

PRECIS climate model. The A2 and B2 scenario of climatePRECIS climate model. The A2 and B2 scenario of climate

change for 2011-2100 was considered. The surface runoff was

predicted for the generated climatic scenario with the help of

the Tr-55 model. The results were applied to the Water Budget

Equation to find the water availability.

Contd.Contd.

• According to the vulnerability analysis, the districts

of the river system becomes highly vulnerable from

semi and non-vulnerable in case of A2 scenario of

climate change and for B2 scenario of climateclimate change and for B2 scenario of climate

change, the regions were highly vulnerable in 2011-

2040 but the situation improves to only vulnerable

from 2041 to 2100.

•

ContdContd

• The land use, soil type along with the amount of vegetation was found to have amajor influence on the runoff predictions .The low amount of vegetation, porous soiland highly industrial land use had enforced the increase in runoff for industriallyactive A2 scenario but for the environmentally stable B2 scenario, the decrease inrunoff showed the upgraded status of the watershed.

• The increased amount of virtual water for A2 scenario shows the increasing demandfor water from industry which was causing stress on total water availability of the twobasins. The amount of water availability was found to be inversely related withbasins. The amount of water availability was found to be inversely related withamount of virtual water where when virtual water gets increased, amount of wateravailable get decrease but change in water availability was found to be proportional tovirtual water. Accordingly, for the environmentally stable B2 scenario, a slower butincreasing trend in virtual water was observed whereas the change in wateravailability was also found to be slower.

• The degradation of water quality was found to be more in A2 scenario due to higherconcentration of industries which would increase the amount of effluents in the riverwater. The organic pollution was found to be increased for both A2 and B2 scenario.Due to strict waste management controls, the intensity of change in A2 is found to begreater than B2.

LimitationLimitation• Deficit of Neuro-genetic models,

– Number of weights(verified by weight formula(Baum and Haussler(1989))

– Out of range data(data scaled to unit-less fraction)– Discovering network architecture (appn of GA)

• Accuracy of Climatic Models,– Assumed 21st century climate would be like 20th century

climate; – Assumed 21st century climate would be like 20th century

climate; – Assembled and processed results from simulations using global

climate models; and – Introduction of thresholds and breakpoints.

• Limitation in Data Collection– Reliability of Data Quantity and Quality (moving average)– Missing Data(Appn of GIS and remote sensing (Bjerklie

et.al.,2003)– Ungauged basin(Appn of GIS and remote sensing (Bjerklie

et.al.,2003)

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climate Scenarios, In Climate change of India. Vulnerability Assessment and Adaptation. (Ed: Shukla, P.R., Sharma, Subodh,

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Thank youThank you

IMPACT OF CLIMATIC VULNERABILITIES ON … · Modeling System (HECHMS) . • Trend Research Manual 55(Tr-55). Watershed Rank (WATER) Indicators Included : Surface Runoff Water Availability

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